Fixanchor W-FAZ PRO/A4
Fixanchor W-FAZ PRO stainless steel A4
ANC-(W-FAZ PRO/A4)-A4-5-60-M8X115





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European Technical Approval ETA-20/0229 for individual attachment, option 1, cracked and non-cracked concrete:
- Static or quasi-static exposure (M8 - M16)
- Seismic exposure, performance category C1 and C2 (M8–M16)
- Fire load R30, R60, R90, R120
Load-bearing behaviour and fire load (uniform temperature curve) - expert opinion no. GS 6.1/20-018-1:
- Fire duration 180 minutes (M8–M16)
Datasheets(X)
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Metric anchor diameter | M8 |
Anchor length (l) | 115 mm |
Min./max. height of the fixture (t fix) | 5-60 mm |
Attachment height standard (t fix,std) | 50 mm |
Min. effective anchoring depth (h ef, min) | 35 |
Max. effective anchoring depth (h ef, max) | 90 mm |
Effective anchoring depth Standard (h ef, std) | 45 mm |
Usable length (B) | 95 mm |
Attachment height variable (t fix ,var) | B - hef |
Disc diameter x disc thickness | 16 x 1.5 mm |
Width across flats | 13 mm |
Nominal drill-bit diameter (d 0) | 8 mm |
Drill hole depth variable (h 0, var) | hef + 8 |
Min. drill hole depth (h 0, min) | 43 mm |
Max. drill hole depth (h 0, max) | 98 mm |
Drill hole depth Standard (h 0, std) | 53 mm |
Material | Stainless steel A4 |
Surface | Coated |
Torque during anchoring (T inst) | 15 Nm |
Through-hole in the component to be connected (d f) | 9 mm |
Thread type x anchor diameter x thread length (L th) | M8 x 73 |
Approval | ETA-20/0229 |
Seismology C1 | Yes |
Seismology C2 | Yes |
Performance data1) of an individual anchor without influence of the edge distance in accordance with ETA-20/0229 | ||||||||||||||
Anchor diameter | [mm] | M8 | M10 | M12 | M16 | |||||||||
Variable effective anchorage depth | hef,var | [mm] | The anchoring depth can be selected variably between hef,min and hef,max. The Würth Technical Software helps you with the calculation. | |||||||||||
hef,min | hef,max | hef,std | hef,min | hef,max | hef,std | hef,min | hef,max | hef,std | hef,min | hef,max | hef,std | |||
352) | 90 | 45 | 40 | 100 | 60 | 50 | 125 | 70 | 65 | 160 | 85 | |||
In cracked concrete | ||||||||||||||
Admissible centric tension load in concrete C 20/253) | Nperm | [kN] | 3,4 | 4,5 | 4,5 | 4,1 | 8,1 | 7,6 | 5,8 | 10,5 | 9,6 | 8,6 | 16,7 | 12,9 |
Admissible shear load in concrete C 20/253) | Vperm | [kN] | 9,2 | 9,6 | 9,6 | 11,6 | 15,9 | 15,9 | 19,1 | 22,7 | 22,7 | 29,2 | 39,7 | 39,7 |
Admissible bending moment | Mperm | [Nm] | 15,4 | 31,4 | 56,6 | 127,4 |
Installation parameters1) | ||||||||||
Anchor diameter | [mm] | M12 | M16 | |||||||
Variable effective anchorage depths | hef | hef,var | hef,min | hef,max | hef,std | hef,var | hef,min | hef,max | hef,std | |
[mm] | hef | 50 | 125 | 70 | hef | 65 | 160 | 85 | ||
Setting depth | hnom | [mm] | hef+10 | 60 | 135 | 80 | hef+14 | 79 | 174 | 99 |
Minimum component thicknesses | hmin | [mm] | max (1.5·hef ; 100) | 100 | 187,5 | 105 | max (1.5·hef ; 120) | 120 | 240 | 127,5 |
Minimum spacing | smin | [mm] | 50 | 65 | ||||||
Minimum edge distance | cmin | [mm] | 55 | 65 | ||||||
Nominal drill diameter | d0 | [mm] | 12 | 16 | ||||||
Diameter of cutting edges | dcut ≤ | [mm] | 12,5 | 16,5 |
Installation parameters1) | ||||||||||
Anchor diameter | [mm] | M8 | M10 | |||||||
Variable effective anchorage depths | hef | hef,var | hef,min | hef,max | hef,std | hef,var | hef,min | hef,max | hef,std | |
[mm] | hef | 35 | 90 | 45 | hef | 40 | 100 | 60 | ||
Setting depth | hnom | [mm] | hef+8 | 43 | 98 | 53 | hef+9 | 49 | 109 | 69 |
Minimum component thicknesses | hmin | [mm] | max (1.5·hef ; 80) | 80 | 135 | 80 | max (1.5·hef ; 80) | 80 | 150 | 90 |
Minimum spacing | smin | [mm] | 35 | 40 | ||||||
Minimum edge distance | cmin | [mm] | 40 | 45 | ||||||
Nominal drill diameter | d0 | [mm] | 8 | 10 |
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